CN102348852A - Porous underwater breakwater for preventing shore erosion and forming a fishing ground, and method for producing environmentally-friendly blocks for the underwater breakwater - Google Patents
Porous underwater breakwater for preventing shore erosion and forming a fishing ground, and method for producing environmentally-friendly blocks for the underwater breakwater Download PDFInfo
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- CN102348852A CN102348852A CN2010800118198A CN201080011819A CN102348852A CN 102348852 A CN102348852 A CN 102348852A CN 2010800118198 A CN2010800118198 A CN 2010800118198A CN 201080011819 A CN201080011819 A CN 201080011819A CN 102348852 A CN102348852 A CN 102348852A
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- 238000010521 absorption reaction Methods 0.000 claims description 37
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- 239000004568 cement Substances 0.000 claims description 6
- 238000012423 maintenance Methods 0.000 claims description 6
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- 239000010959 steel Substances 0.000 claims description 5
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Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/08—Structures of loose stones with or without piles
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01K—ANIMAL HUSBANDRY; CARE OF BIRDS, FISHES, INSECTS; FISHING; REARING OR BREEDING ANIMALS, NOT OTHERWISE PROVIDED FOR; NEW BREEDS OF ANIMALS
- A01K61/00—Culture of aquatic animals
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01K—ANIMAL HUSBANDRY; CARE OF BIRDS, FISHES, INSECTS; FISHING; REARING OR BREEDING ANIMALS, NOT OTHERWISE PROVIDED FOR; NEW BREEDS OF ANIMALS
- A01K61/00—Culture of aquatic animals
- A01K61/70—Artificial fishing banks or reefs
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/08—Producing shaped prefabricated articles from the material by vibrating or jolting
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/046—Artificial reefs
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/80—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
- Y02A40/81—Aquaculture, e.g. of fish
Abstract
The present invention relates to a porous underwater breakwater for preventing shore erosion and forming a fishing ground, and to a method for producing environmentally-friendly blocks for the underwater breakwater, wherein the underwater breakwater is formed by the environmentally-friendly blocks made of a mixture of effective micro-organisms (EM) and red clay such that valleys and ridges are formed on a seabed of a sea area, to thereby purify water and to prevent red tide outbreaks, and thus achieving early marine afforestation, and wherein the wave energy of swelling waves is absorbed, dispersed, and diffracted at a base layer, an intermediate layer, and a top layer of the breakwater to decrease the wave energy and to thereby significantly decrease a gap between wave heights and restore an eroded area by means of beach nourishment. According to the porous underwater breakwater for preventing shore erosion and forming a fishing ground and the method for producing environmentally-friendly blocks for the underwater breakwater, an energy-absorbing unit formed by stacking multiple blocks on the seabed of the sea area absorbs, disperses, and diffracts the wave energy to effectively decrease the wave energy, and fish can migrate through the pores, the sizes of which correspond to the length of pore-maintaining protrusions formed at each block and communicating spaces, thereby providing a fish habitat and spawning ground. Further, the effective micro-organisms and red clay mixed with concrete mortar neutralize the toxicity of the concrete, purify water, and prevent red tide outbreaks.
Description
Technical field
The present invention relates to a kind ofly subdue the wave force of wave and prevent the submerged breakwater of Coastal erosion, relate in particular to a kind of manufacturing approach with many paddy porous type submerged breakwater following function, that be used to prevent Coastal erosion and form the fishing ground and submerged breakwater with the environmental protection block.Promptly; When using the environmental protection block that forms through when forming concrete mortar, mixing effective microbe (EM, Effective Micro-organisms) and loess to come on the sea bottom surface of littoral sea, to form paddy, form the peak, form submerged breakwater with a plurality of blocks; Purify water thus and prevent red tide to take place; Thereby accelerate the formation of ocean grove, respectively at bottom and intermediate layer and upper strata absorb, the type wave is surged in dispersion wave energy and the diffraction type wave of surging, subdue wave energy thus simultaneously; Thereby not only can reduce the height of wave height significantly, and can recover the zone that is etched because of silt beach phenomenon.
Background technology
Usually, the corrosion function of seashore because of produce based on the part of meteorological conditions such as storm factor and based on continuous wave energy and flood tide with ebb between the long-term generation factor of water-head, throughout the year all in generation.Especially, to winter blow north wind, south wind, so the wave energy of absorbing wind energy increases the weight of the erosion degree of seashore.
In order to prevent the corrosion function of seashore, mole building etc. is set by the sea, this can subdue the wave energy towards the type of the surging wave of seashore, thereby the marine site stably in broad space is provided, and protects the coastline effectively.
Yet; Though said mole building has the ordinary people is provided the advantage such as resting spaces such as fishing places that can be approaching, structurally, the absorption and the dispersion effect of wave energy are relatively poor; Form standing wave when being reflected thereby wave clashes into the mole building; Can cause serious erosion thus, and when serious, the mole building can be destroyed and loss of function.
Therefore and said mole building is built and is become to protrude on the water surface, can destroy natural landscape, and can not contribute for regional economic development because of the loss of tourism resource.
Summary of the invention
Technical problem
The present invention proposes in view of aforesaid existing all problems, the object of the present invention is to provide a kind of have following function, be used to prevent Coastal erosion and form many paddy porous type submerged breakwater and the submerged breakwater in fishing ground manufacturing approach with the environmental protection block.Promptly; Form submerged breakwater through piling up a plurality of blocks; When on the sea bottom surface of littoral sea, forming paddy, form the peak; Absorb, disperse the wave energy and the diffraction wave of wave thus, thereby not only can reduce the height of wave height significantly, the zone that can also recover the zone that is etched because of silt beach phenomenon and take place to corrode.
And another object of the present invention is to provide a kind of manufacturing approach with many paddy porous type submerged breakwater following function, that be used to prevent Coastal erosion and form the fishing ground and submerged breakwater with the environmental protection block.That is, utilize to form between the block of submerged breakwater and habitat that the block volume inside provides sea grass class and fish, shellfish to perch, thereby can enrich the stock of fish.
And another purpose of the present invention is to provide a kind of manufacturing approach with many paddy porous type submerged breakwater following function, that be used to prevent Coastal erosion and form the fishing ground and submerged breakwater with the environmental protection block.That is, in concrete mortar, mix effective microbe (EM:Effective Micro-organisms) and loess when keeping the block of certain intensity in formation, eliminate concrete toxicity thus, and purify water and prevent red tide to take place.
Technical scheme
The many paddy porous type submerged breakwater that is used to prevent Coastal erosion and forms the fishing ground of the present invention is characterised in that, this submerged breakwater is through on the sea bottom surface of littoral sea, putting into the submerged breakwater that a plurality of blocks prevent Coastal erosion and halobiontic habitat is provided,
Constitute a plurality of blocks of different sizes, this block is extruded with in order to interstitial space in said submerged breakwater and keeps convexity,
Be piled into the plural peak of formation at least more than one paddy with said a plurality of blocks, constitute the energy absorption portion of subduing wave energy and forming the fishing ground thus,
The wave that the wave energy of the wave that in energy absorption portion, absorbs, disperses to move to the bottom and the middle part of said energy absorption portion and diffraction move to the bottom and the middle part of said energy absorption portion; Subdue wave energy thus; And the wave that the wave energy of the wave that in second peak, absorbs, disperses to move to paddy through the first peak of said energy absorption portion and diffraction move to paddy through the first peak of said energy absorption portion; Subdue wave energy thus, thereby reduce wave height.
And; Be used to prevent that Coastal erosion and the manufacturing approach of the many paddy porous type submerged breakwater that forms the fishing ground with the environmental protection block are characterised in that, comprise following steps: (a) anti-release agent in the water of the effective microbe of mixing 1 to 2 weight portion and 2 to 3 weight portions in the pure loess of 100 weight portions;
(b) in the mixture of 100 weight portions of said (a) step, mix the fines of 100 weight portions and the coarse aggregate of 200 weight portions;
(c) in the mixture of 100 weight portions of said (b) step, mix the cement of 100 weight portions;
(d) in the mixture of 100 weight portions of said (c) step, add the water of 200 weight portions, form concrete mortar;
(e) build and fill the concrete mortar of said (d) step to template;
(f) to the concrete mortar spray water that is filled in template of said (e) step, carry out maintenance.
Beneficial effect
According to the manufacturing approach that is used to prevent Coastal erosion and the many paddy porous type submerged breakwater that forms the fishing ground and submerged breakwater with the environmental protection block of the present invention; Through on the sea bottom surface of littoral sea, piling up the energy absorption portion of the submerged breakwater that a plurality of blocks form; When wave passed through, therefore the wave energy of absorption, dispersion and diffraction wave subdued wave energy effectively; Thereby prevent the generation of standing wave significantly; Reduce the height of wave height simultaneously, and then can relax wave force and prevent Coastal erosion in the links, and the zone that can recover the zone that is etched because of silt beach phenomenon and take place to corrode.
And; According to the manufacturing approach that is used to prevent Coastal erosion and the many paddy porous type submerged breakwater that forms the fishing ground and submerged breakwater with the environmental protection block of the present invention; Can keep protruding length with the space and keep the space between block and the block, fish can move about in connected space simultaneously, therefore the habitat of fish, shellfish and the space of laying eggs can be provided; Thereby can help marine organisms successfully to grow, enrich the stock of fish.
And; According to the manufacturing approach that is used to prevent Coastal erosion and the many paddy porous type submerged breakwater that forms the fishing ground and submerged breakwater with the environmental protection block of the present invention, when forming concrete mortar, through mixing effective microbe (EM:Effective Micro-organisms) and loess; Eliminate concrete toxicity; And purify water and prevent red tide to take place, and keep concrete intensity through cement and coarse aggregate and fines, thereby when littoral sea is put into block; Can prevent to damage, be easy to form many paddy porous type submerged breakwater simultaneously.
Description of drawings
Fig. 1 is to use the stereogram of block of the present invention;
Fig. 2 is the sectional view of Fig. 1;
Fig. 3 to Fig. 4 be to use block of the present invention and form energy absorption portion submerged breakwater state diagram is set;
Fig. 5 to Fig. 6 is the state diagram that wave energy is subdued through the present invention;
Fig. 7 is the zone passage the present invention who is etched and the state diagram that recovers;
Fig. 8 utilizes submerged breakwater of the present invention and the state diagram that forms the fishing ground.
Main symbol description: 100 is submerged breakwater, 110,110 ' be block, 111,111 ' be main body, 112,112 ' be connected space, 113,113 ' for keeping convexity in the space, 120 is energy absorption portion, and 121 is paddy, and 122 is the peak.
The specific embodiment
Below, specify embodiments of the invention with reference to accompanying drawing.Fig. 1 is to use the stereogram of block of the present invention, and Fig. 2 is the sectional view of Fig. 1.
The many paddy porous type submerged breakwater that is used to prevent Coastal erosion and forms the fishing ground of the present invention be through on the sea bottom surface of littoral sea, putting into a plurality of blocks in order to prevent Coastal erosion and the submerged breakwater 100 that halobiontic habitat is provided, constitute to be extruded with keep in order to interstitial space in said submerged breakwater 100 protruding 113,113 ', different big or small a plurality of blocks 110,110 '; And with said a plurality of blocks 110,110 ' be piled at least more than one paddy 121, form plural peak 122,122 ', constitute the energy absorption portion 120 of subduing wave energy and forming the fishing ground thus; And the wave that the wave energy of the wave that in energy absorption portion 120, absorbs, disperses to move to the bottom and the middle part of said energy absorption portion 120 and diffraction move to the bottom and the middle part of said energy absorption portion 120; Subdue wave energy thus; And in second peak 122 ' middle absorption, the wave that moves to paddy 121 through the first peak 122 of said energy absorption portion 120 of the wave energy of the wave that disperses to move to paddy 121 and diffraction through the first peak 122 of said energy absorption portion 120, thereby reduce wave height.Below, submerged breakwater 100 is explained in more detail.
The connected space 112,112 that said block 110,110 ' have is connected before and after inside forms up and down ' main body 111,111 '; And have protrude in said main body 111,111 ' a plurality of spaces keep protruding 113,113 ', in order to can keep the space.
And, said block 110,110 ' form by any one material in metal material and the steel concrete.
And, preferably, said block 110,110 ' comprise loess and forming.
Below, the as above manufacturing and the setting up procedure of the submerged breakwater of the present invention 100 of formation are described.
At first; Form block 110; The loess of said block 100 usefulness sieve filtration dryings is to remove such as impurity such as leaves; In the pure loess of the removal impurity of 100 weight portions, mix release agent in the water of EM and 2 to 3 weight portions of 1 to 2 weight portion equably, wherein said EM is the abbreviation of Effective Micro-organisms, the expression effective microbe; Its typical microorganism comprises yeast, lactic acid bacteria, aspergillus oryzae (Aspergillus oryzae), photosynthetic bacteria, actinomyces etc., can remove foul smell, purifies water and prevent the oxidation of metal.
And, in the said mixture of 100 weight portions, mix the fines of 100 weight portions and the coarse aggregate of 200 weight portions equably.The effect of said fines and coarse aggregate is, when forming concrete mortar, keeps the fundamental strength of the block when combining with loess.
The cement that in the mixture of 100 weight portions that further are mixed with said fines and coarse aggregate, mixes 100 weight portions equably; The effect of said cement is to increase above-mentioned fines and the adhesion stress between coarse aggregate and the loess; Preferably, mixer is adopted in the mixing between each material.
In the mixture of 100 weight portions that further are mixed with said cement, add the water of 200 weight portions, form concrete mortar, build and the said concrete mortar of filling to the template that is used to form block 110 then.
At this, preferably, said template adopts can load and unload template (euro form) and steel form, and form inner be connected and on each angle, be extruded with a plurality of spaces with left-right and front-back up and down keep convexity.
When said template concreting mortar, use the vibrator template of vibrating, concrete mortar can correctly be filled in the template, and about two time-of-weeks of maintenance (curing).During the said concrete mortar of maintenance, can through use maintenance cloth and repeatedly spray water prevent block 110 be full of cracks, improve durability simultaneously.
If accomplish the maintenance of said concrete mortar, then form removal, formed a plurality of blocks 110 connect to inner connected space 112 hexahedral main body 111 inner formation from each surface, and the space that forms said main body 111 keeps protruding 113.Preferably, the diameter of said connected space 112 is about 1m, and total length is more than the 2.5m.
At this, said block 110 can also be formed by metal material and steel concrete.
And; The a plurality of blocks 110 ' employing metal material and the steel concrete that are formed by above-mentioned method form; With form in hexahedral main body 111 ' inside connect from each surface to inner connected space 112 ', and form said main body 111 ' the space keep protruding 113 '.Preferably, connected space 112 ' diameter be about 0.5m, total length is below 2.5m, but more preferably, total length is kept between protruding 113 with the space that can be combined in said block 110 below 1.5m.
A plurality of blocks 110,110 that will be through the said process moulding ' be loaded on the barge; And be transported to the littoral sea that keeps at a certain distance away from the seashore that take place to corrode; Promptly like Fig. 3 and shown in Figure 4; Be transported to the position that submerged breakwater 100 is set, utilize crane that a plurality of blocks 110,110 ' are one by one put into sea bottom surface then, to form energy absorption portion 120.
At this moment, said block 110,110 ' because of own wt sinks to sea bottom surface, and measure the block 110,110 that sinks ' the border time, pile up a plurality of blocks 110,110 ', form energy absorption portion 120 thus.Preferably, said energy absorption portion 120 is according to the erosion area of seashore and the wave height of wave energy, the various conditions such as intensity of wave, with different length, width and highly form.
And, when said energy absorption portion 120 forms paddy 121, be the center with said paddy 121, practise physiognomy form over the ground first, second peak 122,122 '.When said first, second peak 122,122 ' height when consistent with the water surface, the wave force of wave energy is subdued best results.But, preferably, with a plurality of blocks 110,110 ' be piled into peak 122,122 ' keep about 1 to 1.5m at interval with the spacing of the water surface, to prevent breakage taking place because of fishing boat moves.More preferably, form said second peak 122 ' narrower or identical with the spacing of the water surface with the gap ratio first peak of the water surface 122.
As shown in Figure 5; When wave rushes at the energy absorption portion 120 of the submerged breakwater 100 that forms through above-mentioned process; Rush at the bottom of said energy absorption portion 120 and front connected space 112, the 112 ' entering of wave from being formed on block 110,110 ' front at middle part; And from behind with connected space 112, the 112 ' outflow of two sides and top and bottom; Flow into the connected space and the outflow of other blocks simultaneously, so carry out repeatedly can disperseing, absorb the wave force of wave energy thus through being piled into the process of a plurality of blocks identical with the width of energy suction portion 120.
And; As shown in Figure 6; The wave that rushes at the upper end of said energy absorption portion 120 clashes into first peak 122 parts of said energy absorption portion 120, thereby rises near the water surface, flow into repeatedly simultaneously the block 110,110 of first peak 122 ' connected space 112,112 ' and process of flowing out; Can disperse and absorb the wave force of wave energy thus, thereby subdue wave energy.
The wave that rises to said first peak 122 drops to paddy 121 parts; The a part of wave that moves to paddy 121 parts simultaneously flow into repeatedly a plurality of blocks 110,110 of paddy 121 parts ' connected space 112,112 ' and process of flowing out from connected space; Can disperse and absorb the wave force of wave energy thus, thereby subdue wave energy.
And; Wave through said paddy 121 parts rises near the water surface through second peak 122 ' part again; Flow into repeatedly simultaneously the block 110,110 of second peak 122 ' part ' connected space 112,112 ' and the process of outflow; Can disperse and absorb the pressure of wave energy thus, thereby subdue wave energy.Said second peak 122 ' shorter or identical with gap ratio first peak 122 and the spacing between the water surface between the water surface; Therefore carry out repeatedly the process that the wave energy that wave force is subdued through first peak 122 disperses once more, absorption and diffraction are subdued can be reduced the wave height of wave thus.
Promptly; Said wave energy is subdued 50% to more than 70% during through the bottom of energy absorption portion 120 and middle part; Subdued more than 50% during simultaneously through first peak 122 parts, and the wave energy of being subdued is further subdued 20% to more than 30% during again through second peak, 122 ' part, thereby can be reduced the spacing of wave height; Relax wave force simultaneously in the links, and then prevent Coastal erosion.And, as shown in Figure 7, because the effect of said energy absorption portion 120 can also recover the erosion areas that between seashore and energy absorption portion 120, takes place.
And; As shown in Figure 8, that the block 110,110 ' not only of said energy absorption portion 120 can be kept with the space is protruding 112,112 ' outstanding length keep the space between block and the block, and fish can also said block 110,110 ' connected space 112,112 ' in move about; Therefore the habitat of fish, shellfish and the space of laying eggs can be provided; Thereby can help water plant successfully to grow, promptly the fishing ground can be provided, enrich the stock of fish simultaneously.
According to a plurality of blocks 110,110 that form said submerged breakwater 100 ' in the loess that mixed, can the purifying sea water quality and prevent the generation of red tide, the natural soil color can easily merge with surrounding enviroment mutually simultaneously.And, be blended in said block 110,110 ' in EM can eliminate concrete toxicity, simultaneously, therefore can prevent water pollution because of antioxidation suppresses corrosion.
As stated; Though the present invention describes with limited embodiment and accompanying drawing; But employed term or word should not be construed as the implication that only limits on common or the dictionary in this manual and claims, should make an explanation according to the implication and the notion of technological thought according to the invention.Therefore; The shown formation of embodiment that is put down in writing in this manual and accompanying drawing only is a kind of embodiment of the present invention; Can not represent whole technological thought of the present invention, multiple equivalent and variation can be arranged so should be understood in the scope that does not exceed claims of the present invention.
Claims (8)
1. one kind is used to prevent Coastal erosion and the many paddy porous type submerged breakwater that forms the fishing ground, it is characterized in that, this submerged breakwater is through on the sea bottom surface of littoral sea, putting into the submerged breakwater that a plurality of blocks prevent Coastal erosion and halobiontic habitat is provided,
Constitute a plurality of blocks of different sizes; This block is extruded with in order to interstitial space in said submerged breakwater and keeps convexity; Be piled into the plural peak of formation at least more than one paddy with said a plurality of blocks; Constitute the energy absorption portion of subduing wave energy and forming the fishing ground thus; The wave that the wave energy of the wave that in energy absorption portion, absorbs, disperses to move to the bottom and the middle part of said energy absorption portion and diffraction move to the bottom and the middle part of said energy absorption portion is subdued wave energy thus, and the wave that moves to paddy through the first peak of said energy absorption portion of the wave energy of the wave that in second peak, absorbs, disperses to move to paddy through the first peak of said energy absorption portion and diffraction; Subdue wave energy thus, thereby reduce wave height.
2. the many paddy porous type submerged breakwater that is used to prevent Coastal erosion and formation fishing ground according to claim 1 is characterized in that said block has:
The main body of the connected space that is communicated with before and after being formed with up and down in inside;
Convexity is kept in the space that protrudes in said main body, in order to keep the space.
3. according to claim 1 or the 2 described many paddy porous type submerged breakwaters that are used to prevent Coastal erosion and formation fishing ground, it is characterized in that said block is formed by any one material in metal material and the steel concrete.
4. the many paddy porous type submerged breakwater that is used to prevent Coastal erosion and formation fishing ground according to claim 1 is characterized in that it is identical with first peak or higher that said second peak shape becomes height, to subdue wave energy.
5. according to claim 1 or the 4 described many paddy porous type submerged breakwaters that are used to prevent Coastal erosion and formation fishing ground, it is characterized in that said second peak passes through to pile up a plurality of blocks and keeps 1 to 1.5m distance with the water surface, and is immersed in the water.
6. according to claim 1 or the 2 described many paddy porous type submerged breakwaters that are used to prevent Coastal erosion and formation fishing ground, it is characterized in that said block comprises loess and forms.
7. one kind is used to prevent Coastal erosion and the manufacturing approach of the many paddy porous type submerged breakwater that forms the fishing ground with the environmental protection block, it is characterized in that, comprises following steps:
(a) in the pure loess of 100 weight portions, mix anti-release agent in the water of effective microbe and 2 to 3 weight portions of 1 to 2 weight portion;
(b) in the mixture of 100 weight portions of said (a) step, mix the fines of 100 weight portions and the coarse aggregate of 200 weight portions;
(c) in the mixture of 100 weight portions of said (b) step, mix the cement of 100 weight portions;
(d) in the mixture of 100 weight portions of said (c) step, add the water of 200 weight portions, form concrete mortar;
(e) build and fill the concrete mortar of said (d) step to template;
(f) to the concrete mortar spray water that is filled in template of said (e) step, carry out maintenance.
8. according to claim 1ly be used to prevent Coastal erosion and the manufacturing approach of the many paddy porous type submerged breakwater that forms the fishing ground, it is characterized in that, in said (e) step during the concreting mortar,, fill with the vibrator template of vibrating with the environmental protection block.
Applications Claiming Priority (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020090020572A KR100895525B1 (en) | 2009-03-11 | 2009-03-11 | Many valley many space type underwater breakwater for the formation fishing ground and eaten into the shore prevention |
| KR10-2009-0020572 | 2009-03-11 | ||
| KR10-2010-0021336 | 2010-03-10 | ||
| KR1020100021336A KR101216636B1 (en) | 2010-03-10 | 2010-03-10 | Methode for manufacture environment-friendly block of many valley many space type underwater breakwater for the formation fishing ground and eaten into the shore prevention |
| PCT/KR2010/001524 WO2010104342A2 (en) | 2009-03-11 | 2010-03-11 | Porous underwater breakwater for preventing shore erosion and forming a fishing ground, and method for producing environmentally-friendly blocks for the underwater breakwater |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102348852A true CN102348852A (en) | 2012-02-08 |
Family
ID=42728957
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010800118198A Pending CN102348852A (en) | 2009-03-11 | 2010-03-11 | Porous underwater breakwater for preventing shore erosion and forming a fishing ground, and method for producing environmentally-friendly blocks for the underwater breakwater |
Country Status (5)
| Country | Link |
|---|---|
| US (1) | US20110318105A1 (en) |
| JP (1) | JP2012520402A (en) |
| CN (1) | CN102348852A (en) |
| GB (1) | GB2480794A (en) |
| WO (1) | WO2010104342A2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107587480A (en) * | 2017-09-26 | 2018-01-16 | 安庆师范大学 | U-frame frame fish groove brick prefabricated components and the fish groove brick using above-mentioned prefabricated components |
| CN108385615A (en) * | 2018-02-01 | 2018-08-10 | 海宁市承志产品设计有限公司 | A kind of environmental riverside zone of navigable river |
| CN111560912A (en) * | 2020-04-09 | 2020-08-21 | 水利部交通运输部国家能源局南京水利科学研究院 | Method for determining submerged dike elevation before closed artificial beach |
| CN111955397A (en) * | 2020-08-21 | 2020-11-20 | 甄豪波 | Artificial fish reef type land reclamation system |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4852175B1 (en) * | 2011-03-11 | 2012-01-11 | 涌太郎 浅井 | Wave-dissipating / Reef Block |
| US9383003B2 (en) | 2012-06-18 | 2016-07-05 | Gm Global Technology Operations, Llc | Hydraulic control system for a continuously variable transmission |
| US9188218B2 (en) | 2013-05-31 | 2015-11-17 | Gm Global Technology Operations, Llc | Methodology for controlling a hydraulic control system of a continuously variable transmission |
| WO2016172058A2 (en) * | 2015-04-18 | 2016-10-27 | Tickle Evelyn | Oyster reef restoration tile |
| JP6829428B2 (en) * | 2016-09-01 | 2021-02-10 | 株式会社人工海底山脈研究所 | Fish reef block |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0241345A (en) * | 1988-08-02 | 1990-02-09 | Mitsubishi Monsanto Chem Co | Rubber composition having improved blooming tendency |
| CN2087633U (en) * | 1991-04-03 | 1991-10-30 | 陈锦生 | Slope facet concrete blocks capable of overlapping and combining |
| JP2002294660A (en) * | 2001-04-04 | 2002-10-09 | Yamashin Kogyosho:Kk | Concrete block |
| KR100493426B1 (en) * | 2000-11-28 | 2005-06-07 | 박선옥 | Tetrapod for stuff of soil |
| KR100632976B1 (en) * | 2006-07-04 | 2006-10-16 | 김두진 | Eco friendly antifungal redy mixed concrete |
| CN1912251A (en) * | 2005-08-08 | 2007-02-14 | 汪荣勋 | Dewave block for forming dewave wall and its formed wall |
| CN101356320A (en) * | 2006-08-24 | 2009-01-28 | 朴理东 | Triangular pyramid type ferroconcrete block for preventing the coastal erosion |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57184109A (en) * | 1981-05-06 | 1982-11-12 | Masayoshi Nagano | Breakwater block |
| JP2607979B2 (en) * | 1991-03-30 | 1997-05-07 | 株式会社間組 | Upwelling structure |
| JP2992940B2 (en) * | 1991-10-31 | 1999-12-20 | 株式会社間組 | Upwelling structure |
| JP4276806B2 (en) * | 2001-12-28 | 2009-06-10 | 太平洋マテリアル株式会社 | Upwelling flow generation structure |
| KR20040012114A (en) * | 2002-08-01 | 2004-02-11 | 코리콤주식회사 | Concrete groyne of consolidation structure |
| KR100644382B1 (en) * | 2004-08-02 | 2006-11-10 | 주식회사 흙살림 | A yellow ocher block for stock feed additive comprising culture of microorganism and a method thereof |
| ES2264906B1 (en) * | 2005-07-11 | 2008-01-01 | Universidad Politecnica De Valencia | ELEMENT FOR THE FORMATION OF TABLETS. |
| KR100807243B1 (en) * | 2007-06-28 | 2008-02-28 | 임세규 | The material composition using mainly yerrow soil for civil engineering and construction |
-
2010
- 2010-03-11 CN CN2010800118198A patent/CN102348852A/en active Pending
- 2010-03-11 JP JP2011553954A patent/JP2012520402A/en active Pending
- 2010-03-11 US US13/255,762 patent/US20110318105A1/en not_active Abandoned
- 2010-03-11 WO PCT/KR2010/001524 patent/WO2010104342A2/en active Application Filing
- 2010-03-11 GB GB1116871A patent/GB2480794A/en not_active Withdrawn
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0241345A (en) * | 1988-08-02 | 1990-02-09 | Mitsubishi Monsanto Chem Co | Rubber composition having improved blooming tendency |
| CN2087633U (en) * | 1991-04-03 | 1991-10-30 | 陈锦生 | Slope facet concrete blocks capable of overlapping and combining |
| KR100493426B1 (en) * | 2000-11-28 | 2005-06-07 | 박선옥 | Tetrapod for stuff of soil |
| JP2002294660A (en) * | 2001-04-04 | 2002-10-09 | Yamashin Kogyosho:Kk | Concrete block |
| CN1912251A (en) * | 2005-08-08 | 2007-02-14 | 汪荣勋 | Dewave block for forming dewave wall and its formed wall |
| KR100632976B1 (en) * | 2006-07-04 | 2006-10-16 | 김두진 | Eco friendly antifungal redy mixed concrete |
| CN101356320A (en) * | 2006-08-24 | 2009-01-28 | 朴理东 | Triangular pyramid type ferroconcrete block for preventing the coastal erosion |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107587480A (en) * | 2017-09-26 | 2018-01-16 | 安庆师范大学 | U-frame frame fish groove brick prefabricated components and the fish groove brick using above-mentioned prefabricated components |
| CN107587480B (en) * | 2017-09-26 | 2023-11-10 | 安庆师范大学 | U-shaped frame fish-groove brick prefabricated part and fish-groove brick using same |
| CN108385615A (en) * | 2018-02-01 | 2018-08-10 | 海宁市承志产品设计有限公司 | A kind of environmental riverside zone of navigable river |
| CN111560912A (en) * | 2020-04-09 | 2020-08-21 | 水利部交通运输部国家能源局南京水利科学研究院 | Method for determining submerged dike elevation before closed artificial beach |
| CN111560912B (en) * | 2020-04-09 | 2021-12-07 | 水利部交通运输部国家能源局南京水利科学研究院 | Method for determining submerged dike elevation before closed artificial beach |
| CN111955397A (en) * | 2020-08-21 | 2020-11-20 | 甄豪波 | Artificial fish reef type land reclamation system |
Also Published As
| Publication number | Publication date |
|---|---|
| US20110318105A1 (en) | 2011-12-29 |
| GB2480794A (en) | 2011-11-30 |
| JP2012520402A (en) | 2012-09-06 |
| WO2010104342A3 (en) | 2010-12-23 |
| GB201116871D0 (en) | 2011-11-09 |
| WO2010104342A2 (en) | 2010-09-16 |
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Application publication date: 20120208 |